Variation analysis of ultimate pullout capacity of shallow horizontal strip anchor plate with 2-layer overlying soil based on nonlinear M-C failure criterion

Based on the nonlinear Mohr-Coulomb failure criterion and an associated flow rule, a kinematic admissible velocity field of failure mechanism of the 2-layer soil above a shallow horizontal strip anchor plate is constructed. The ultimate pull-out force and its corresponding failure mechanism through...

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Veröffentlicht in:	Journal of Central South University 2018-12, Vol.25 (11), p.2802-2818
Hauptverfasser:	Zhao, Lian-heng, Tan, Yi-gao, Nie, Zhi-hong, Yang, Xin-ping, Hu, Shi-hong
Format:	Artikel
Sprache:	eng
Schlagworte:	Criteria Engineering Failure analysis Failure mechanisms Geotechnical engineering Limit analysis Mathematical models Metallic Materials Parameters Soil analysis Soil layers Strip anchors Upper bounds Velocity distribution
Online-Zugang:	Volltext
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